J2 Project Plans.pdf

PDF 4 MB Posted May 25, 2023

Attached to: Hiawatha National Forest GAOA Carp River Bridge Replacement
Solicitation number: 12445523R0023
Issued by: Department of Agriculture Forest Service

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Written by GovTribe AI · Dec 27, 2023

This federal solicitation package seeks proposals for a bridge replacement project. The USDA Forest Service Hiawatha National Forest will remove the deteriorated concrete bridge and install a new 54-foot long by 18-foot wide timber bridge and abutments per the plans. The project also includes approach construction, slope restoration, and riprap installation. A pre-proposal meeting will be held on June 15, 2023. Proposals are due by June 30, 2023. The government's cost estimate is between $1 million and $5 million.

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J4 EGLE Permit WRP025435 v.1.pdf	PDF	May 25, 2023
RFP 12445523R0023 Carp River Bridge.pdf	PDF	May 25, 2023
J1 Davis Bacon Wage Determination Mackinac County MI.pdf	PDF	May 25, 2023
J3 Project Supplemental Specifications.pdf	PDF	May 25, 2023

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PROJECT LOCATION

PROJECT SITE

PROJECT LOCATION:

SHEET OF

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 TITLE SHEET 9/23/2020

C-01

QUANTITIES, DESIGN DATA, GENERAL NOTES

9/23/2020

C-02 TEMPORARY TRAFFIC CONTROL PLAN 9/23/2020

C-03 TYPICAL SECTIONS 9/23/2020

C-04 PLAN & PROFILE 9/23/2020

C-05 PLAN OF STRUCTURE 9/23/2020

C-06 ABUTMENT PLAN AND ELEVATION 9/23/2020

C-07 STRUCTURE DETAILS 9/23/2020

C-08 SOIL BORINGS 9/23/2020

FROM THE US HWY 75/M-123 INTERSECTION IN ST IGNACE,

MICHIGAN, TURN ONTO M-123 N AND CONTINUE FOR 10.2 MILES.

TURN LEFT ON BURMA/NOGI RD AND AFTER 3.5 MILES TURN RIGHT.

CONTINUE ONTO FR 3458 FOR 0.9 MILES TO THE BRIDGE

LOCATION.

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EASTERN REGION

HIAWATHA NATIONAL FOREST - ST IGNACE RANGER DISTRICT

MACKINAC COUNTY

MICHIGAN

FR 3458-1.4 OVER CARP RIVER

BRIDGE REPLACEMENT

U.P. ENGINEERS & ARCHITECTS, INC.

ENGINEERING ARCHITECTURE PLANNING SURVEYING ENVIRONMENTAL

STRUCTURE NUMBER: 091005000034768 (LAT 46.0750, LONG -84.9623)

STRUCTURE DESCRIPTION:

54 FOOT (OVERALL LENGTH) SINGLE SPAN TIMBER PANEL-LAM WITH

AN ASPHALT WEARING SURFACE AND STEEL PILE BENT ABUTMENTS.

DESIGN SPEED: 45 MPH

AADT: <200

RECOMMENDED BY:

FOREST ENGINEER

DISTRICT RANGER

DATE

APPROVED:

R9 DIRECTOR OF ENGINEERING DATE

DATE

FOREST SUPERVISOR DATE

R9 BRIDGE PROGRAM MANAGER DATE

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FR 3458

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GOUDREAU TRAIL

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CARP RIVER

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NOGI RD

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NATIONAL FOREST

ST IGNACE

RANGER DISTRICT

QUANTITIES

DESIGN DATA

GENERAL NOTES

9/23/2020

G.JUNTTILA

L.BRINKER

S. WRIGHT

U28-00286

C-01

9 2

GENERAL NOTES:

EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE SUPPLEMENTAL SPECIFICATIONS, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH

THE FHWA STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14.

THE PROPOSED IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH:

AASHTO: "GUIDELINES FOR GEOMETRIC DESIGN OF LOW-VOLUME ROADS, "2ND EDITION, 2019"

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020

FSH 7709.56b TRANSPORTATION STRUCTURES HANDBOOK (USDA FOREST SERVICE)

TIMBER BRIDGES: DESIGN, CONSTRUCTION, INSPECTION, AND MAINTENACE (USDA FOREST SERVICE)

NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2018

THE EXISTING STRUCTURE SHALL BE CHECKED AT THE TIME OF STARTING CONSTRUCTION TO SEE THAT ITS RELATIONSHIP TO THE PROPOSED WORK IS AS SHOWN ON THESE

PLANS AND ANY DIFFERENCES REQUIRING CHANGES IN THE NEW WORK SHALL BE REPORTED TO THE PROJECT ENGINEER.

THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL OF THE ENTIRE EXISTING BRIDGE, INSTALLATION OF THE NEW BRIDGE AS SHOWN HEREIN AND PER THE

MANUFACTURER'S DRAWINGS AND SPECIFICATIONS, CONSTRUCTION OF THE APPROACHES TO THE LIMITS SHOWN, SLOPE RESTORATION AND RIPRAP.

TRAFFIC CONTROL FOR DETOUR SHALL BE IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

THE STATIONING AS SHOWN ON THESE PLANS FOR REFERENCE POINTS "A" AND "B" (CENTERLINE OF PROPOSED BRIDGE AT THE ENDS OF THE BRIDGE SLAB) ARE BELIEVED TO

BE CORRECT. IT SHALL, HOWEVER, BE CHECKED AT THE TIME OF STARTING CONSTRUCTION, AND IF THE STATIONING SHOWN ON THE PLANS IS INCORRECT, IT SHALL BE

REPORTED TO THE ENGINEER.

THE CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK AND ANY UTILITY COMPANIES RELOCATION WORK AT NO ADDITIONAL COST TO THE PROJECT.

FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, THE CONTRACTOR SHALL DIAL "811" A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED.

MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART

OF THE "MISS DIG" ALERT SYSTEM.

WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXPECTED WATER LEVELS DURING CONSTRUCTION.

NO MATERIAL SHALL BE ALLOWED TO ERODE INTO THE WATER COURSE, NOR SHALL MATERIAL BE PLACED INTO THE WATER COURSE EXCEPT AS SHOWN ON THESE PLANS.

ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO THE SPECIFICATIONS PRIOR TO USE ON THIS PROJECT.

THE CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE CONTRACTING OFFICER IF HERITAGE RESOURCES OR HUMAN REMAINS ARE ENCOUNTERED.

NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL PERFORM ALL IN-STREAM WORK BETWEEN MAY 15TH AND SEPTEMBER 15TH.

DESIGN DATA:

THE DESIGN OF THIS BRIDGE IS BASED ON 1.2 TIMES THE CURRENT AASHTO LRFD BRIDGE DESIGN SPECIFICATION HL-93 LOADING WITH THE EXCEPTION THAT THE

DESIGN TANDEM PORTION OF THE HL-93 LOAD DEFINITION SHALL BE REPLACED BY A SINGLE 60 KIP AXLE LOAD BEFORE APPLICATION OF THIS 1.2 FACTOR.

ADDITIONALLY, THE LANE LOAD PORTION IS NOT INCLUDED. THE RESULTING LOAD IS DESIGNATED HL-93 MODIFIED. LIVE LOAD DEFLECTION DOES NOT EXCEED 1/800

OF THE SPAN LENGTH.

TIMBER BRIDGE RAILING MEETS TEST LEVEL 2 REQUIREMENTS OF NCHRP REPORT 350.

LOAD RATING (RATING FACTORS):

HL-93 MODIFIED

INVENTORY RATING (STRENGTH I, FLEXURE)...................................................................................................................5.41

OPERATING RATING (STRENGTH I, FLEXURE)...................................................................................................................7.01

OPERATING RATING (SERVICE I, DEFLECTION).................................................................................................................1.30

HL-93 (FEDERAL)

INVENTORY RATING (STRENGTH I, FLEXURE)...................................................................................................................5.69

OPERATING RATING (STRENGTH I, FLEXURE)...................................................................................................................7.38

OPERATING RATING (SERVICE I, DEFLECTION).................................................................................................................1.37

MICHIGAN LEGAL (CONTROLLING)

TRUCK 17 (STRENGTH I, FLEXURE)......................................................................................................................................6.26

TRUCK 17 (SERVICE I, DEFLECTION)....................................................................................................................................1.12

OVERLOAD CLASS (STRENGTH II, FLEXURE).........................................................................................MICHIGAN CLASS A

NOTE: THE LOAD RATING DOES NOT INCLUDE A FUTURE WEARING SURFACE.

DEAD LOAD:

THE DESIGN UNIT WEIGHT FOR ALL TIMBERS IS 50 PCF.

THE BRIDGE RAILING LOAD = 85 PLF (PER SIDE).

THE DESIGN UNIT WEIGHT FOR ASPHALT IS 140 PCF.

HYDRAULIC DATA:

100 YEAR FREQUENCY

DRAINAGE AREA..........................................................................................................................................69.9 SQ MI

Q100..................................................................................................................................................................2100 CFS

VELOCITY THRU STRUCTURE........................................................................................................................5.61 FPS

BRIDGE OPEN AREA THRU STRUCTURE..............................................................................................411.61 SQ FT

FLOW AREA THRU STRUCTURE............................................................................................................374.21 SQ FT

HIGH WATER ELEVATION..............................................................................................................................715.45 FT

SCOUR CRITICAL CODE

MOBILIZATION15101 LPSM 1

ITEM NO. DESCRIPTION UNITS QUANTITY

SUMMARY OF PROJECT QUANTITIES

CONSTRUCTION SURVEY AND STAKING, METHOD 1, TOLERANCE CLASS C15201 MILE

SILT FENCE15702 LNFT

REMOVAL OF OLD STRUCTURE20304 LPSM

RIPRAP, CLASS IV25101 CUYD

GEOTEXTILE, TYPE IV, CLASS I25116 SQYD

AGGREGATE BASE, GRADING D, COMPACTION METHOD B30103 CUYD

ASPHALT CEMENT, MICHIGAN STATE DOT GRADE LVSP40312 TON

SEEDING, DRY METHOD62503 LPSM

MULCHING, DRY METHOD62509 LPSM

TEMPORARY TRAFFIC CONTROL63501 LPSM

0.043

12 INCH TIMBER PILES, FURN AND DRIVEN55102 LNFT

FURNISH PILE DRIVING EQUIPMENT55151 LPSM

TREATED STRUCTURAL TIMBER, SUPERSTRUCTURE AND SUBSTRUCTURE55706 LPSM

ROADWAY EXCAVATION20401 CUYD

TURBIDITY CURTAIN15712 SQYD 42

CLEARING AND GRUBBING, DISPOSAL METHOD F20102 ACRE 0.1

STRUCTURE EXCAVATION20801 CUYD

STRUCTURAL BACKFILL20803 CUYD

SAWCUTTING AND JOINT SEALING41406 LNFT 32

OBJECT MARKERS63306 EACH 4

SPECIFICATIONS:

GRADING:

ALL DOUGLAS FIR-LARCH TO BE GRADED PER WCLIB STANDARD GRADING RULES.

SOUTHERN PINE TO BE GRADED PER SPIB.

MATERIAL & TREATMENT:

TIMBER PRESERVATION TREATMENT SHALL BE IN ACCORDANCE WITH CURRENT STATE AND/ OR AASHTO SPECIFICATIONS. ALL TIMBER SHALL BE COPPER NAPHTHENATE TREATED, UC4C (MINIMUM).

REFERENCE DESIGN VALUES SHOWN ARE PER AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020 (U.N.O.)

PILING TO BE SOUTHERN PINE. REFERENCE DESIGN VALUES (KSI): Fco = 1.20, Fbo = 2.40, Fcpo = 0.25, Fvo = 0.11, Eo = 1,500

DECK TO BE 30" 24F-V4 DF-DF GLU-LAM. REFERENCE DESIGN VALUES (KSI): Fbo = 2.40, Fvo = 0.265, Eo = 1,800

SPREADER BEAMS TO BE DOUGLAS FIR-LARCH, NO.1 (BEAMS AND STRINGERS). REFERENCE DESIGN VALUES (KSI): Fbo = 1.35, Fvo = 0.17, Eo = 1,600

BRIDGE RAILPOST TO BE DOUGLAS FIR-LARCH, DENSE SELECT STRUCTURAL (POSTS AND TIMBERS). REFERENCE DESIGN VALUES (KSI): Fbo = 1.75, Fvo = 0.17, Eo = 1,700

GLU-LAM RAIL TO BE DOUGLAS FIR, COMB. SYMBOL 24F-V8, DF/DF. REFERENCE DESIGN VALUES (KSI): Fbxo = 2.40, Fbyo = 1.45, Fvxo = 0.265, Fvyo = 0.23, Exo = 1,800, Eyo = 1,600

ABUTMENT PILE CAPS TO BE DOUGLAS FIR-LARCH, NO.1 (BEAMS AND STRINGERS). REFERENCE DESIGN VALUES (KSI): Fbo = 1.35, Fvo = 0.17, Eo = 1,600

ABUTMENT BACKING TO BE DOUGLAS FIR-LARCH, NO.1 & BETTER (> 2 INCH WIDE). REFERENCE DESIGN VALUES (KSI): Fbo = 1.20, Fvo = 0.18, Eo = 1,800

CURBS & SCUPPERS TO BE DOUGLAS FIR-LARCH NO.1 (POSTS AND TIMBERS) S1S1E. REFERENCE DESIGN VALUES (KSI): Fbo = 1.20, Fvo = 0.17, Eo = 1,600

ALL TIMBER IS ROUGH UNLESS OTHERWISE NOTED.

MISCELLANEOUS:

ALL TIMBER TO BE CUT EXACT LENGTH, DRESSED TO SIZE REQUIRED AND ALL PRACTICAL FRAMING TO BE DONE PRIOR TO TREATMENT.

ALL DECK PLANKS SHALL BE PREDRILLED PRIOR TO TREATMENT.

ALL PLANK FOR DECK PANELS SHALL BE PRECISION END TRIMMED TO LENGTH WITH 1/4" UNDERLENGTH & NO OVERLENGTH TOLERANCE PERMITTED.

DECK PANELS SHALL BE ASSEMBLED WITH 3/8" DIAMETER RING SHANK DOWELS. ALL DOWELS ARE TO BE SIMULTANEOUSLY DRIVEN WITH EQUAL FORCE USING A MECHANICAL PRESS THE FULL LENGTH OF THE DECK.

ENSURING ALL HEADS ARE FLUSH WITH THE SURFACE OF THE TIMBER PLANK. MULTIPLE IMPACT TOOLS ARE NOT TO BE USED TO SET DOWELS BECAUSE OF POTENTIAL FOR WOOD FIBER RUPTURE.

SUBMIT SHOP DRAWINGS FOR BRIDGE DECK AND RAILINGS.

DECK PANELS WILL BE DELIVERED TO JOBSITE AFTER BEING FULLY ASSEMBLED TO FABRICATION PLANT.

ALL HARDWARE TO MEET ASTM A307-97 GALVANIZED TO A153. ALL HIGH STRENGTH HARDWARE TO MEET ASTM A325 OR A449 GALVANIZED TO A153.

CONSTRUCTION NOTES:

TIMBER DECK PANELS ARE MARKED IN THE SHOP FOR USE IN FIELD PLACEMENT OF THE PANELS ON THE CAPS, e.g. A1, B1, C1, ETC.

DOWEL LAMINATED DECK:

PANEL "A" IS PLACED FIRST IN IT'S FINAL POSITION ON THE CAPS. NEXT DRILL THE 11/16" DIA. HOLES THRU PANEL INTO CAP IN EACH END OF PANEL AT THE LOCATION SHOWN AND FASTEN THE 3/4" DIA. DM. HD. DR.

SPKS. NEXT PLACE PANEL "B" SO THAT ITS UPPER SPLICE BLOCK IS DIRECTLY OVER THE LOWER SPLICE BLOCK ON PANEL "A" AND DRAW TIGHT TOGETHER. THEN DRILL THE 9/16" DIA. HOLES THRU LOWER SPLICE

BLOCK AND DRIVE THE 5/8" DM. HD. DR. SPIKES IN LOCATION SHOWN. THEN DRILL HOLES THRU PANEL INTO CAP AND FASTEN THE 3/4" DM. HD. DR. SPKS. THEREAFTER, SUCCESSIVELY PLACE PANELS "C", "D", "E", AND

"F" IN THE SAME MANNER, ENSURING ALL PANELS ARE DRAWN TIGHT TOGETHER BEFORE AND FASTENING OCCURS.

STEEL BANDING ON PANELS IS TO BE REMOVED AFTER PANELS HAVE BEEN PLACED IN THEIR FINAL POSITION ON THE CAPS.

ALL HOLES DRILLED IN THE FIELD WHERE SPIKES ARE USED ARE TO BE 1/16" SMALL THAN THE SPIKE SIZE.

ALL HOLES DRILLED FOR BOLTS ARE TO BE 1/16" LARGER THAN BOLT SIZE.

HOLES DRILLED FOR 3/4" LAG BOLTS ARE TO BE 9/16" IN DIAMETER FOR THE THREADED PORTION OF THE BOLT AND 13/16" FOR THE SHANK.

ANY NUT OR MACHINE BOLT HEAD IN DIRECT CONTACT WITH TIMBER TO HAVE ON PLATE WASHER BETWEEN NUT & TIMBER, OR BOLT HEAD & TIMBER.

ANY NUT OR MACHINE BOLT HEAD IN DIRECT CONTACT WITH STEEL TO HAVE ONE CUT WASHER BETWEEN NUT & STEEL, OR BOLT HEAD & STEEL.

SET THREADS ON ALL BOLTS AT NUT WITH A CENTER PUNCH AFTER TIGHTENING.

ABUTMENTS TO BE BACKFILLED WITH CLEAN GRANULAR FILL PER PLAN.

ALL TIMBER CUT OR DRILLED IN THE FIELD SHALL BE TREATED WITH COPPER NAPHTHENATE.

CONSTRUCTION REQUIREMENTS SHALL CONFORM TO STATE SPECIFICATIONS UNLESS OTHERWISE NOTED.

ALTHOUGH ALL PRACTICAL PRE-FRAMING WILL BE DONE PRIOR TO TREATING, SOME CUTTING & DRILLING WILL BE REQUIRED IN THE FIELD.

FURNISHING AND PLACING TOPSOIL62403 CUYD 100

EMBANKMENT CONSTRUCTION, CIP20411 CUYD

10 INCH GALV STEEL PILES, FURN AND DRIVEN55101 LNFT 395

STEEL SPLICE55106 EACH 10

UNDERDRAIN SYSTEM, 6 INCH60501 LNFT 80

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/2 3/2

0 1 5:

A Y

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-F

Y2 0 A

O 1\D

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EASTERN REGION

FR 3458-1.4

OVER

CARP RIVER

HIAWATHA

NATIONAL FOREST

ST IGNACE

RANGER DISTRICT

TEMPORARY TRAFFIC

CONTROL PLAN

9/23/2020

G.JUNTTILA

L.BRINKER

S. WRIGHT

U28-00286

C-02

9 3

TRAFFIC CONTROL PLAN - ROAD CLOSURE / DETOUR

TRAFFIC CONTROL PLAN KEY

DETOUR ROUTE

SIGN

TYPE III BARRICADE

MOUNTED

ON BARRICADE

DETOUR NOTES:

THE DETOUR ROUTE IS 11.6 MILES LONG AND TAKES

APPROXIMATELY 25 MINUTES.

W20-3

R11-2

W20-3

ALL SIGNS, EXCEPT THOSE MOUNTED ON TYPE III BARRICADES

SHALL BE MOUNTED ON DRIVEN POSTS AT A 7 FOOT BOTTOM

HEIGHT.

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ROAD CLOSED

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FR 3458 OVER CARP RIVER

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350 FEET

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PROJECT LOCATION

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BURMA/NOGI ROAD

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FR 3458

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(2) TYPE III BARRICADES, LIGHTED AT EACH END OF WORK ZONE

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DESIGNER

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ARCHIVE NO.

DATE

PROJECT NO.

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OFSHEET

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OVER

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L.BRINKER

S. WRIGHT

U28-00286

C-03

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(STA 10+24 - STA 12+70)

(@ REF PT A, STA 9+73)

(@ REF PT B, STA 10+27)

EXISTING TYPICAL SECTION (STA 7+50 - STA 9+76)

(STA 10+27 - STA 12+70)

PROPOSED APPROACH SECTION (STA 7+50 - STA 9+73)

ABUTMENT EXPANSION JOINT DETAIL

EXISTING BRIDGE SECTION

PROPOSED BRIDGE SECTION

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2.0% OR RC

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AGGREGATE BASE, GRADING D, COMPACTION METHOD B (VARIES 6" MIN., 9" MAX.±)

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ASPHALT CEMENT, MICHIGAN STATE DOT, GRADE LVSP

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REMARKS

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TOP COURSE (AWI=220)

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PERFORMANCE GRADE

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RATE/SYD

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ITEM

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HMA APPLICATION TABLE

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HMA BOND COAT

FOR INFORMATION ONLY

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0.05-0.15 GAL

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LEVEL COURSE

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HMA, LVSP

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1:2 OR MATCH EXISTING SEEDING, DRY METHOD MULCHING, DRY METHOD

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EX GRADE

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VARIES

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PLAN GRADE

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33.0' EXISTING R.O.W.

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33.0' EXISTING R.O.W.

30" THICK LONGITUDINAL PANEL-LAM DECK WITH SHIPLAP JOINTS

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(PLAN GRADE) 4 3/8" HMA @

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TIMBER RAIL, CURB, AND SCUPPER ASSEMBLY

3x8 TIMBER PLANK DECK

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TIMBER RAIL, CURB, AND SCUPPER ASSEMBLY

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ASPHALT CEMENT, MICHIGAN STATE DOT, GRADE LVSP

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ROADWAY EXCAVATION (AS REQD)

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GEOTEXTILE AND/OR BITUMINOUS COATING INCLUDED IN: SAWCUTTING AND JOINT SEALING

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TIMBER BRIDGE

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TIMBER BRIDGE

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PAVING MEMBRANE

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4 3/8" ASPHALT @

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REF PT A OR B

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SCALE: NTS

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SCALE: NTS

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2 1/2" HMA @ EDGE

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REMARKS

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TOP COURSE (AWI=220)

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PERFORMANCE GRADE

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RATE/SYD

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ITEM

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HMA APPLICATION TABLE

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HMA BOND COAT

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FOR INFORMATION ONLY

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0.05-0.15 GAL

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LEVEL COURSE

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HMA, LVSP

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HMA, LVSP

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PAVING MEMBRANE

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EMBANKMENT CONSTRUCTION, CIP AND FURNISHING AND PLACING TOPSOIL

2.0%

GENERAL NOTES:

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/2 3/2

0 1 5:

A Y

:\U

-0

-F

Y2 0 A

O 1\D

.D W

EASTERN REGION

FR 3458-1.4

OVER

CARP RIVER

HIAWATHA

NATIONAL FOREST

ST IGNACE

RANGER DISTRICT

PLAN & PROFILE

9/23/2020

G.JUNTTILA

L.BRINKER

S. WRIGHT

U28-00286

C-04

9 5

GENERAL PROFILE

FR 3458

C A

R P

I V

E R

LEGEND

SOIL EROSION CONTROL REQUIREMENTS

A R

I V

E R

GENERAL PLAN OF SITE

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1. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR TEMPORARY AND PERMANENT RELOCATIONS FOR CONSTRUCTION OPERATIONS SUCH THAT UTILITIES DO NOT INTERFERE WITH THE TEMPORARY OR PERMANENT WORK TO BE COMPLETED. 2. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION OF WATER LEVELS THAT WILL EXIST DURING CONSTRUCTION. 3. MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE EXISTING OR PROPOSED STRUCTURE. IF DEBRIS FALLS INTO THE WATERWAY IT SHALL BE REMOVED WITHIN 24 HOURS. 4. DATUM REFERS TO NAVD88. DATUM REFERS TO NAVD88. 5. REFERENCE POINTS "A" AND "B" REFER TO FINISH GRADE AT CENTERLINE REFERENCE POINTS "A" AND "B" REFER TO FINISH GRADE AT CENTERLINE AT THE ENDS OF THE BRIDGE SLAB. 6. PROVIDE SMOOTH TRANSITION FROM EXISTING TO PROPOSED ROADWAY AT PROVIDE SMOOTH TRANSITION FROM EXISTING TO PROPOSED ROADWAY AT REFERENCE POINTS "C" AND "D". FADE OR EXTEND PROFILE SLIGHTLY AS REQUIRED. 7. SURVEY WAS COMPLETED BY UPEA FOR THIS PROJECT ON 4-28-2020. SURVEY WAS COMPLETED BY UPEA FOR THIS PROJECT ON 4-28-2020. 8. SUPERELEVATION NOTES: SUPERELEVATION NOTES: ENC, BNC: END NORMAL CROWN, BEGIN NORMAL CROWN LC: LEVEL CROWN, RIGHT LANE = 0% BFS, EFS: BEGIN FULL SUPER, END FULL SUPER RC: REVERSE CROWN, RIGHT LANE = +2.0%

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PROJECT NAME

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SCALE: 1" = 40' (HORIZONTAL) 1" = 10' (VERTICAL)

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DESCRIPTION

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HORIZONTAL AND VERTICAL CONTROL

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LOCATION

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STA / OFFSET

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NORTHING

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EASTING

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ELEVATION

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POINT

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CP1

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7+09 / 12.4' LT

AutoCAD SHX Text 26763811.2820

AutoCAD SHX Text 477415.9350

AutoCAD SHX Text 719.17

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REBAR

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9+41 / 9.7' LT

AutoCAD SHX Text 716.50

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10+78 / 6.0' RT

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14+05 / 9.3' RT

AutoCAD SHX Text 715.33

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15+37 / 7.5' RT

AutoCAD SHX Text 717.53

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7+40 / 12.6' LT

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PROPOSED PROFILE ELEVATION AT

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EXISTING PROFILE ELEVATION AT

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PROPOSED ROAD PROFILE AT

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EXISTING ROAD PROFILE AT

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Q100 WSE = 715.45'

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PROP. LOW CHORD = 715.89'

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PROPOSED STRUCTURE

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EDGE OF WATER

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PROPERTY OWNER: HIAWATHA NATIONAL FOREST

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PROPERTY OWNER: HIAWATHA NATIONAL FOREST

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PROPERTY OWNER: HIAWATHA NATIONAL FOREST

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PROPERTY OWNER: HIAWATHA NATIONAL FOREST

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SURVEY AND CONSTRUCTION CENTERLINE

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PROPOSED 16' WIDE HMA AND 1' WIDE GRAVEL SHOULDERS WITH 1 ON 2 SIDE SLOPES (TYP)

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PROPOSED SLOPE STAKE LINE (TYP)

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P.O.B. REF PT "C"

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P.O.E. REF PT "D"

AutoCAD SHX Text EXISTING BRIDGE (TO BE REMOVED) CL STA 10+00: 47 FOOT (OVERALL LENGTH) x 15 FOOT WIDE (O-O) TWO-SPAN, TIMBER STRINGER BRIDGE CONSISTING OF 6x16 TIMBER STRINGERS, 3x8 PLANK DECKING, 3x10 RUNNING PLANKS, TIMBER RAILINGS, TIMBER PILE BENTS, TRANSVERSE LUMBER ABUTMENT BOARDS AND TIMBER PILE CAPS. EXISTING TIMBER PILES TO BE CUT OFF AT GRADE AT THE ABUTMENTS AND REMOVED COMPLETELY AT THE PIER.

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SILT FENCE (TYP)

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OBS WSE = 711.88' 4-28-2020

AutoCAD SHX Text REF PT "C" P.O.B. MATCH EXISTING N:477459.0044 E:26763818.3348 STA: 7+50.00 ELEV: 718.35

AutoCAD SHX Text REF PT "D" P.O.E. MATCH EXISTING N:477937.9526 E:26763671.5728 STA: 12+70.00 ELEV: 715.78

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REF PT "A" STA: 9+73.00 ELEV: 718.73'

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REF PT "B" STA: 10+27.00 ELEV: 718.83'

AutoCAD SHX Text PROPOSED BRIDGE, CL STA 10+00: 54 FOOT (OVERALL LENGTH) x 18 FOOT WIDE (O-O) SINGLE SPAN, TIMBER PANEL-LAM BRIDGE CONSISTING OF A 30 INCH THICK LONGITUDINAL TIMBER PANEL-LAM DECK WITH A HMA SURFACE, TIMBER RAILINGS, AND STEEL PILE BENT ABUTMENTS.

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REF PT "A"

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REF PT "B"

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CP2

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CP3

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CP4

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CP10

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CP11

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REBAR

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REBAR

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REBAR

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SPIKE

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SPIKE

AutoCAD SHX Text 26763785.4120

AutoCAD SHX Text 477647.4600

AutoCAD SHX Text 26763783.9745

AutoCAD SHX Text 477786.1314

AutoCAD SHX Text 26763574.8831

AutoCAD SHX Text 478032.5862

AutoCAD SHX Text 26763473.2007

AutoCAD SHX Text 478118.1468

AutoCAD SHX Text 26763807.2176

AutoCAD SHX Text 477446.3189

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BENCHMARK

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CONTROL POINT

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TREE LINE

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EDGE OF GRAVEL

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RIGHT OF WAY (R.O.W.)

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PROPOSED

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EXISTING

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EDGE OF BIT

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SILT FENCE

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PAVEMENT

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RIPRAP

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SEEDING WITH MULCH AND/OR MATTING

AutoCAD SHX Text FACILITATES ESTABLISHMENT OF VEGETATIVE COVER. EFFECTIVE FOR DRAINAGEWAYS WITH LOW VELOCITY. EASILY PLACED IN SMALL QUANTITIES BY INEXPERIENCED PERSONNEL. SHOULD INCLUDE PREPARED TOPSOIL BED. EROSION MAT WITH NETTING IS PROHIBITED.

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KEY

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CHARACTERISTICS

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RIPRAP, RUBBLE, GABIONS

AutoCAD SHX Text USED WHERE VEGETATION IS NOT EASILY ESTABLISHED. EFFECTIVE FOR HIGH VELOCITIES OR HIGH CONCENTRATIONS. PERMITS RUNOFF TO INFILTRATE SOIL. DISSIPATES ENERGY FLOW AT SYSTEM OUTLETS.

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AGGREGATE COVER

AutoCAD SHX Text STABILIZES SOIL SURFACE THUS MINIMIZING EROSION. PERMITS CONSTRUCTION TRAFFIC IN ADVERSE WEATHER. MAY BE USED AS PART OF PERMANENT BASE CONSTRUCTION OF PAVED AREAS.

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PAVING

AutoCAD SHX Text PROTECTS AREAS WHICH CANNOT OTHERWISE BE PROTECTED BUT INCREASES RUNOFF VOLUME AND VELOCITY.

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SILT FENCE

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FILTERS AND DETAINS RUNOFF.

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6+28 / 6.7' LT

AutoCAD SHX Text 721.72

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9+22 / 17.4' RT

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10+98 / 26.0' LT

AutoCAD SHX Text 713.29

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CP12

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BM5

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BM6

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SPIKE

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SPIKE 10 IN TW TREE

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SPIKE 10 IN TREE

AutoCAD SHX Text 26763847.5345

AutoCAD SHX Text 477340.8050

AutoCAD SHX Text 26763812.1677

AutoCAD SHX Text 477631.3616

AutoCAD SHX Text 26763750.1951

AutoCAD SHX Text 477791.8350

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SCALE: 1" = 40'

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ENC 10+21

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LC 10+51

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BFS 10+80(RC)

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EFS 12+09(RC)

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LC 12+39

BNC 12+69

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/2 3/2

0 1 5:

A Y

:\U

-0

-F

Y2 0 A

O 1\D

.D W

EASTERN REGION

FR 3458-1.4

OVER

CARP RIVER

HIAWATHA

NATIONAL FOREST

ST IGNACE

RANGER DISTRICT

PLAN OF STRUCTURE

9/23/2020

G.JUNTTILA

L.BRINKER

S. WRIGHT

U28-00286

C-05

9 6

BRIDGE PLAN

BRIDGE ELEVATION

FR 3458

C A

E R

R O

A D

W A

B C-07 C-07

RIPRAP DETAIL

10+00

A C-07

GENERAL NOTES:

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SCALE: 1" = 10'-0"

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AGGREGATE BASE, GRADING D, COMPACTION METHOD B (TYP)

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PROPOSED RIPRAP, CLASS IV (TYP)

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Q100 WSE =715.45'

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SCALE: 1" = 10'-0"

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STREAM BED EL 706' (+/-)

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PROPOSED GRADE

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EXISTING GRADE

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EXISTING GROUND AT TOE (711.80 SOUTH, 710.80 NORTH)

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GEOTEXTILE, TYPE IV, CLASS I TO BE PLACED UNDER ALL AREAS OF RIPRAP, CLASS IV

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SCALE: NTS

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REF PT "B" STA: 10+27 (END OF SLAB)

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REF PT "A" STA: 9+73 (END OF SLAB)

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AutoCAD SHX Text 10 INCH GALV STEEL PILES, FURN AND DRIVEN (HP10x42)(UNDER BRIDGE) 12 INCH TIMBER PILES, FURN AND DRIVEN (AT WINGS) (SEE C-06)

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OBS WSE = 711.81' (4-29-2020)

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LOW CHORD = 715.87'

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TURBIDITY CURTAIN (TYP)

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TURBIDITY CURTAIN

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PROPOSED RIPRAP, CLASS IV (TYP)

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AGGREGATE BASE, GRADING D, COMPACTION METHOD B

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LIMITS OF: STRUCTURE EXCAVATION AND STRUCTURAL BACKFILL (BOTH ABUTMENTS)

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SAWCUTTING AND JOINT SEALING

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SAWCUTTING AND JOINT SEALING

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SAWCUTTING AND JOINT SEALING (END OF SLAB)

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12 INCH TIMBER PILES, FURN AND DRIVEN (TYP AT WINGS)

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AGGREGATE BASE, GRADING D, COMPACTION METHOD B (6" MIN)

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SAWCUTTING AND JOINT SEALING (END OF SLAB)

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AutoCAD SHX Text 10 "x6"x54'-0" 34"x6"x54'-0" GLU-LAM RAIL (TYP.)

AutoCAD SHX Text 714 (±)

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1. BURY A MINIMUM OF TWO BACKING PLANKS AS SHOWN. BURY A MINIMUM OF TWO BACKING PLANKS AS SHOWN. 2. PANEL WIDTHS SHOWN AS APPROXIMATE. PANEL WIDTHS PER PANEL WIDTHS SHOWN AS APPROXIMATE. PANEL WIDTHS PER MANUFACTURER. 3. RAILING NOT SHOWN ON PLAN VIEW FOR CLARITY. RAILING NOT SHOWN ON PLAN VIEW FOR CLARITY. 4. PAVING NOT SHOWN ON BRIDGE FOR CLARITY.PAVING NOT SHOWN ON BRIDGE FOR CLARITY.

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SILT FENCE (TYP)

AutoCAD SHX Text 711.79

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OBJECT MARKER SIGN (OM3-R)

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OBJECT MARKER SIGN (OM3-L)

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OBJECT MARKER SIGN (OM3-R)

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OBJECT MARKER SIGN (OM3-L)

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UNDERDRAIN SYSTEM, 6 INCH (TYP.) INV. EL. 714.00

AutoCAD SHX Text 10 INCH, GALV STEEL PILES, FURN AND DRIVEN (HP10x42)

AutoCAD SHX Text 10 INCH GALV STEEL PILES, FURN AND DRIVEN (HP10x42)(UNDER BRIDGE) 12 INCH TIMBER PILES, FURN AND DRIVEN (AT WINGS) (SEE C-06)

AutoCAD SHX Text 6"x12"x3'-0" SCUPPERS, S1S1E (TYP.)

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(SPREADER BEAM SPACING)

AutoCAD SHX Text 6"x12"x16'-9 1/2" CURB, S1S1E (TYP.)

AutoCAD SHX Text 6"x12"x10'-2 1/4" CURB, S1S1E (TYP.)

AutoCAD SHX Text UNDERDRAIN SYSTEM, 6 INCH (TYP) (OUTLET ENDING AS APPROVED BY THE C.O., TYP ALL QUADRANTS) (40 LNFT EA SIDE)

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EXISTING BRIDGE

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EXISTING BRIDGE

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EXISTING BRIDGE

PROPOSED BRIDGE

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/2 3/2

0 1 5:

A Y

:\U

-0

-F

Y2 0 A

O 1\D

.D W

EASTERN REGION

FR 3458-1.4

OVER

CARP RIVER

HIAWATHA

NATIONAL FOREST

ST IGNACE

RANGER DISTRICT

ABUTMENT

PLAN & ELEVATION

9/23/2020

G.JUNTTILA

L.BRINKER

S. WRIGHT

U28-00286

C-06

9 7

GENERAL NOTES:

SEE SHEET C-01 FOR A LIST OF ALL MATERIAL GRADES.

ALL TIMBER (EXCEPT PILES) AND HARDWARE IS TO BE PAID FOR AS:

TREATED STRUCTURAL TIMBER, SUPERSTRUCTURE AND SUBSTRUCTURE

STEEL PILE CAP PLATES, WELDING, AND HARDWARE TO INCLUDED WITH:

10 INCH GALV STEEL PILES, FURN AND DRIVEN.

GEOTEXTILE FABRIC TO BE STAPLED TO BACKSIDE OF ABUTMENTS AND WINGS.

ABUTMENT PLAN

ABUTMENT ELEVATION (FRONT FACE)

ABUTMENT SECTION A-A

1 5 6 7 8

ROADWAY

STEEL PILE CAP PLATE DETAIL

B B

STEEL PILE SPLICE DETAILS

NOTE 1: BACK GOUGE AND GRIND EDGE PREPARATION SMOOTH.

* DRILL OR FLAME CUT CIRCULAR HANDLING HOLE. GRIND FLAME CUT

HOLE TO MAKE CIRCULAR AND REMOVE HARDENED EDGE OR CUT OFF

SECTION OF PILE WITH FLAME CUT HOLE PRIOR TO SPLICING OR

CONCRETE PLACEMENT. HOLES IN FLANGES ARE PERMITTED FOR

HANDLING ONLY IF THAT PORTION OF THE PILE IS CUT OFF PRIOR TO

SPLICING.

DETAIL A

STEEL PILE SECTION B-B

NOTE 2: GALVANIZED STEEL IS NOT REQUIRED FOR PILE SECTIONS BELOW GRADE.

NOTE 3: ALL PILE SPLICES SHALL BE BELOW GRADE.

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SCALE: 1" = 2'-0"

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SCALE: 1" = 2'-0"

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SCALE: 1" = 2'-0"

AutoCAD SHX Text FASTEN WING CAP TO BACKING WITH 60d NAILS @ 18" O.C.

AutoCAD SHX Text 5/8" x 11 1/2" DM. HD. DR. SPIKE, WING CAP TO PILE (TYP)

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CL ABUTMENT

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REF PT "A" OR "B"

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GALV. OR COPPER CAP (TYP, ALL)

AutoCAD SHX Text 4" x 14" x 8'-0" WING CAP (TYP)

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30" DECK SHOWN FOR REFERENCE

AutoCAD SHX Text 12" x 12" x 18'-0" ABUTMENT CAP, ATTACH PER DETAILS BELOW (TYP)

AutoCAD SHX Text FASTEN WING CAP TO DECK W/ TOE-NAILED 60d NAILS

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12 INCH TIMBER PILES, FURN AND DRIVEN

AutoCAD SHX Text 4" x 12" BACKING, S1S1E (TYP) FASTEN TO TIMBER WINGWALL PILES W/ (2) 70d NAILS AT EACH INTERSECTION

AutoCAD SHX Text 10 INCH GALV STEEL PILES, FURN AND DRIVEN (HP10x42)(PILES 3-7)

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12 INCH TIMBER PILES, FURN AND DRIVEN

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GALV CLIP PILE TO BACKING (TYP.)

AutoCAD SHX Text 4" x 12" BACKING, S1S1E (TYP)

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30" PREFABRICATED PANEL

AutoCAD SHX Text 12" x 12" ABUTMENT CAP

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GALV CLIP TO BACKING (TYP.)

AutoCAD SHX Text 10 INCH GALV STEEL PILE (HP10x42)

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12 OZ GEOTEXTILE, STAPLE IN PLACE

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SCALE: 1" = 1'-0"

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STREAM FACE OF ABUTMENT CAP

AutoCAD SHX Text 10 INCH GALV STEEL PILE (HP10x42)

AutoCAD SHX Text 5" LONG x 3 1/2" WIDE x 12 GA GALV CLIP WITH 1 3/4" WIDE x 1/2" COPING (5) PER PILE. (2) 20d NAILS TO BACKING PER CLIP

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SCALE: 1" = 1'-0"

AutoCAD SHX Text 10 INCH GALV STEEL PILE (HP10x42)

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PILE EXTENSION

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DRIVEN PILE

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D/4" MAX.HANDLING HOLE*

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(TYP.) SEE NOTE 1

AutoCAD SHX Text 3/4"x14" DM. HD. BOLT W/ (1) 3/4" CUT WASHER & 3/4" LOCK NUT, FIELD C'BORE BOLT W/3 1/2" x1/2" DEEP C'BORE

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TIMBER ABUTMENT CAP

AutoCAD SHX Text 5/16"

AutoCAD SHX Text GALV 11"x11"x5/8"

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SCALE: 1" = 1'-0"

AutoCAD SHX Text FASTEN BACKING TO DECK WITH 70d NAILS (TYP)

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PILES

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HOLES

ABUTMENT BACKING

NOTES:

ALL HARDWARE PENETRATING THE TOP OR BOTTOM EDGE OF THE DECK PLANK SHALL PASS THROUGH THE CENTER OF THAT DIMENSION.

FIELD DRILLED HOLES IN THE LOWER SPLICE BLOCK OF EACH PANEL ARE TO BE DRILLED COMPLETELY THROUGH THE BLOCK TO PREVENT

SPLITTING WHEN INSTALLING THE 5/8" DRIVE SPIKES.

THE CONTRACTOR SHALL INSTALL NELSON 8" COMPOSITE SHIMS OR EQUAL (SUPPLIED BY BRIDGE MANUFACTURER) IN ALL LOCATIONS WHERE THE

TOP OF THE SPREADER BEAM DOES NOT CONTACT THE BOTTOM OF THE DECK USING MULTIPLE SHIMS AS REQUIRED TO SHIM ENTIRE BOARD WIDTH.

ONCE INSERTED, INSTALL A #8 x 1-1/2" LONG COATED DECK SCREW BEHIND EACH SHIM TO HOLD TIGHT IN PLACE. THE CONTRACTOR SHALL

RE-TIGHTEN ALL NUTS ON THE LAST DAY OF CONSTRUCTION IN THE PRESENCE OF THE CONTRACTING OFFICER TO ENSURE ALL NUTS ARE PROPERLY

TIGHTENED. SET THREADS ON ALL BOLTS AT NUT WITH A CENTER PUNCH AFTER TIGHTENING.

HIGH STRENGTH (A449) DOME HEAD BOLTS DO NOT HAVE FINS UNDER THE HEAD AT THE SHANK.

FASTEN 3"x4" PAVING STRIP, S4S, TO DECK W/ (2) 60d NAILS @ 18" CENTERS. PRE-DRILL HOLES TO AVOID SPLITTING.

ALL TIMBER AND HARDWARE SHOWN SHALL BE PAID FOR AS: TREATED STRUCTURAL TIMBER, SUPERSTRUCTURE AND SUBSTRUCTURE.

CONTRACTOR SHOULD BE AWARE OF THE POTENTIAL TO HIT THE R.S. NAILS IN THE PREFABRICATED DECK PANELS WHEN INSTALLING THE CURB

BOLTS FOR THE CURB & SCUPPER ATTACHMENT. A 3/4" HOLE SAW IS RECOMMENDED IN DRILLING THROUGH THE R.S. NAILS FOR THIS ATTACHMENT.

SECTION THRU DECK AT ABUTMENT SECTION THRU DECK AT SPREADER BEAM

SECTION AT RAILPOST SECTION A-A CURB & SCUPPER ASSEMBLY

BEVEL DETAIL AT RAIL AND BLOCKBEVEL DETAIL AT RAILPOST

ROADWAY

SHIMMING DETAIL

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/2 3/2

0 1 5:

A Y

:\U

-0

-F

Y2 0 A

O 1\D

.D W

EASTERN REGION

FR 3458-1.4

OVER

CARP RIVER

HIAWATHA

NATIONAL FOREST

ST IGNACE

RANGER DISTRICT

STRUCTURE

DETAILS

9/23/2020

G.JUNTTILA

L.BRINKER

S. WRIGHT

U28-00286

C-07

9 8

AutoCAD SHX Text

SCALE: 1" = 2'-0"

AutoCAD SHX Text

SCALE: 1" = 2'-0"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 6"x12" CURB, S1S1E

AutoCAD SHX Text 6"x12" SCUPPER, S1S1E

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 10 3/4"x6" GLU-LAM RAIL

AutoCAD SHX Text 10 1/2"x6"x8" GLU-LAM RAILPOST BLOCK, S1S (5 1/2")

AutoCAD SHX Text 10 3/4"x6" GLU-LAM RAIL

AutoCAD SHX Text 10 1/2"x6"x8" GLU-LAM RAILPOST BLOCK, S1S (5 1/2")

AutoCAD SHX Text 10 3/4"x6" GLU-LAM RAIL

AutoCAD SHX Text 3/4"x30" DM. HD. DR. SPK. DECK REINFORCEMENT, (TYP.)

AutoCAD SHX Text 6"x12"x3'-0" SCUPPER, S1S1E (TYP.)

AutoCAD SHX Text

4" SPLIT RING CONNECTORS

AutoCAD SHX Text 3/4"x42" DM. HD. BOLT (A449) WITH (1) 4"x4"x5/16" WASHER (UNDER NUT) & (1) 4" WASHER(UNDER HEAD) PER BOLT, CURB TO DECK, FIELD DRILL DECK 4

AutoCAD SHX Text

	2020-09-23T16:44:43-0500
Gust Junttila

	2020-09-23T16:45:46-0500
Gust Junttila